ST9801-LR001004 TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
Project No.: 1520COP03
Project: Coppell Road Paving & Drainage
Location: Paving Subgrade
Report No.: 125
RESULTS OF CEMENT TREATED SUBGRADE FIELD GRADATIONS
TEST DATE
NO.
34 10/04/00
35 10/04/00
36 10/04/00
37 10/04/00
38 10/04/00
RETEST TEST LOCATION LIFT/ PERCENT PERCENT
OF DEPTH PASSING PASSING
TEST 13/4" No. 4
NUMBER SIEVE SIEVE
North Bound Coppell Rd. at Sta. 24+00 Grade 100% 71.6%
North Bound Coppell Rd. at Sta. 27+00 Grade 100% 72.5%
North Bound Coppell Rd. at Sta. 30+00 Grade 100% 72.0%
North Bound Coppell Rd. at Sta. 33+00 Grade 100% 74.5%
North Bound Coppell Rd. at Sta. 36+00 Grade 100% 70.0%
TESTS PERFORMED BY: Mohammed Kashem
REMARKS:
TEST METHODS: TEX 101E
DISTRIBUTION:
City of Coppell - Larry Davis
SIGNED
PAGE 1 OF 1
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED, AND APPLY ONLY TO THE SAIVlPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL VaTHOUT THE APPROVAL OF TERRA-MAR, INC.
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080
CONCRETE COMPRESSION TEST REPORT
Report No.: 124 Job No.: 1520COP03
Location: Sidewalk on Coppell Road, Northbound Side 20'
North of Parkway
Project: Coppell Road Paving and Drainage
Improvements
Contractor: Ed Bell Construction
Reported To: City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSh
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
10/04/00
3000 psi @ 28 days
18 of 36
S. Adli
CP100401 CP100402 CP100403 CP100404
10/11/00 11/1/00 11/1/00 HOLD
71600
7 28 28 HOLD
2530
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
90 ° F
1:00 PM
LMC-Mix 42
City of Coppell - Larry Davis
* Slump exceeds specified range
Mix 92 ° F
Unit Weight
Air Content 5.5
Pick-Up Charge:
N/A Ticket No.:
PCF
Yield CF/CY
% Slump 5 * Inches
Yes
7093566
/
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF TERRA-MAR, INC.
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050 Ables Lane, Da~as, Texas 75229 Phone.'972-488-8800 Fax:972-488-8080
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
124 Job No.: 1520COP03
Sidewalk on Coppell Road, Northbound Side 20'
North of Parkway
Coppell Road Paving and Drainage
Improvements
Contractor: Ed Bell Construction
Reported To: City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN
Field Number: CP100401
Test Date: 10/11/00
Maximum Load, LBS: 71600
Age When Tested, Days: 7
Compressive Strength, PSh 2530
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP100402 CP100403
11/1/00 11/1/00
90170 91640
28 28
3190 3240
3220
10/04/00
3000 psi @ 28 days
18 of 36
S. Adli
C P 100404
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
90 o F
1:00 PM
LMC-Mix 42
Mix 92 ° F Air Content 5.5 % Slump 5 * Inches
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
Unit Weight
City of Coppell - Larry Davis
Ed Bell Construction - Robert Webber
Ed Bell Construction - Gary Pryor
Scott Maughn, E.I.T. - Freese & Nichols, Inc.
7093566
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
* Slump exceeds specified range
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED,
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF TERRA-MAR, INC,
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
Project No.:
Project:
Location:
Report No.:
1520COP03
Coppell Road Paving & Drainage
Lime Treated Paving Subgrade
123
RESULTS OF FIELD DENSITY TESTS
TEST DATE
NO.
RETEST
OF
TEST
NUMBER
TEST LOCATION LIFT/ PROCTOR
DEPTH TEST
NO.
126 10/04/00
127 10/04/00
128 10/04/00
Bike Path ~ Coppell Rd. at Sta. 3+00
Bike Path @ Coppell Rd. at Sta. 6+00
Bike Path @ Coppell Rd. at Sta. 9+00
TESTS PERFORMED BY: M. Kashem
REMARKS:
PROCTOR NO.:
7093 - 110.5 pcf~ 16.5% Moisture
SPECIFICATION: 95% Compaction @ Optimum +
DISTRIBUTION: City of Coppell - Larry Davis
FIELD FIELD PERCENT
DENSITY MOISTURE OF
PCF % SPECIFIED
COMPACTION
Grade 7093 105.9 17.9 95.8
Grade 7093 109.1 17.4 98.7
Grade 7093 108.2 17.8 97.9
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937
SIGNED
PAGE 1 OF 1
OUR LETTERS AND lIEFORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED, AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH